Research on Optimization Design of the Lateral Stiffness Satio about the Frame-Supported Multi-Ribbed Structure

Qi Zhang; Qian Feng Yao; Yin Zhang; Wei Huang; Qi Xiang Yin

doi:10.4028/www.scientific.net/AMR.152-153.954

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 152-153Research on Optimization Design of the Lateral...

Research on Optimization Design of the Lateral Stiffness Satio about the Frame-Supported Multi-Ribbed Structure

Abstract:

By testing 4 pin standard frame-supported multi-ribbed composite slab’s mechanical proper- ties under the horizontal load’s funtion,it is got that the earthquake resistance performance influence of lateral stiffness satio to frame-supported multi- ribbed slabs.The reasonable value scope of stiffness satio between transformation layers is obtained by finite element analysis of seismic response of frame-support- ed multi-ribbed slab structures and provides theoretical basis to engineering design

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Periodical:

Advanced Materials Research (Volumes 152-153)

Pages:

954-958

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.152-153.954

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Online since:

October 2010

Authors:

Qi Zhang, Qian Feng Yao, Yin Zhang, Wei Huang, Qi Xiang Yin

Keywords:

Frame-Supported Multi-Ribbed Structure, Stiffness Satio, Transformation Layer

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References

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